SCIENCE+ENGR.OF MTRLS.-MINDTAP (6 MTHS)
SCIENCE+ENGR.OF MTRLS.-MINDTAP (6 MTHS)
7th Edition
ISBN: 9781305499119
Author: ASKELAND
Publisher: CENGAGE L
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Chapter 6, Problem 6.29P
To determine

The force which is required to stretch the bar.

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5: The structure shown was designed to support a30-kN load. It consists of a boom AB with a 30 x 50-mmrectangular cross section and a rod BC with a 20-mm-diametercircular cross section. The boom and the rod are connected bya pin at B and are supported by pins and brackets at A and C,respectively.1. Calculate the normal stress in boom AB and rod BC,indicate if in tension or compression.2. Calculate the shear stress of pins at A, B and C.3. Calculate the bearing stresses at A in member AB,and in the bracket.
4: The boom AC is a 4-in. square steel tube with a wallthickness of 0.25 in. The boom is supported by the 0.5-in.-diameter pinat A, and the 0.375-in.-diameter cable BC. The working stresses are 25ksi for the cable, 18 ksi for the boom, and 13.6 ksi for shear in the pin.Neglect the weight of the boom.1. Calculate the maximum value of P (kips) based on boom compression and the maximum value of P (kips) based on tension in the cable.2. Calculate the maximum value of P (kips) based on shear in pin.
3: A steel strut S serving as a brace for a boat hoist transmits a compressive force P = 54 kN to the deck of a pier as shown in Fig. STR-08. The strut has a hollow square cross section with a wall thickness t =12mm and the angle θ between the strut and the horizontal is 40°. A pin through the strut transmits the compressive force from the strut to two gusset plates G that are welded to the base plate B. Four anchor bolts fasten the base plate to the deck. The diameter of the pin is 20mm, the thickness of the gusset plates is 16mm, the thickness of the base plate is 8mm, and the diameter of the anchor bolts is 12mm. Disregard any friction between the base plate and the deck.1. Determine the shear stress in the pin, in MPa and the shear stress in the anchor bolts, in MPa.2. Determine the bearing stress in the strut holes, in MPa.

Chapter 6 Solutions

SCIENCE+ENGR.OF MTRLS.-MINDTAP (6 MTHS)

Ch. 6 - Prob. 6.11PCh. 6 - Draw a schematic diagram showing the development...Ch. 6 - Draw qualitative engineering stress-engineering...Ch. 6 - Prob. 6.14PCh. 6 - A cylindrical specimen of a titanium alloy having...Ch. 6 - A material with a diameter of 8 mm is pulled with...Ch. 6 - Prob. 6.17PCh. 6 - An 850-lb force is applied to a 0.15-in.diameter...Ch. 6 - A force of 100,000 N is applied to an iron bar...Ch. 6 - Prob. 6.20PCh. 6 - Prob. 6.21PCh. 6 - Prob. 6.22PCh. 6 - Prob. 6.23PCh. 6 - Prob. 6.24PCh. 6 - Prob. 6.25PCh. 6 - Prob. 6.26PCh. 6 - Prob. 6.27PCh. 6 - Prob. 6.28PCh. 6 - Prob. 6.29PCh. 6 - Prob. 6.30PCh. 6 - Prob. 6.31PCh. 6 - A force of 4000 lbs is applied to a cylindrical...Ch. 6 - A cylindrical bar of steel, 10 mm in diameter, is...Ch. 6 - Prob. 6.34PCh. 6 - A standard 0.505-in.-diameter tensile bar was...Ch. 6 - A specimen of an AISI-SAE type 416 stainless steel...Ch. 6 - The following data were collected from a test...Ch. 6 - The following data were collected from a standard...Ch. 6 - Prob. 6.39PCh. 6 - The following data were collected from a...Ch. 6 - The following data were collected from a...Ch. 6 - Consider the tensile stress strain diagrams in...Ch. 6 - Prob. 6.43PCh. 6 - Why is it that we often conduct a bend test on...Ch. 6 - Prob. 6.45PCh. 6 - A bar of Al2O3 that is 0.25 in. thick, 0.5 in....Ch. 6 - A three-point bend test is performed on a block of...Ch. 6 - Prob. 6.48PCh. 6 - Prob. 6.49PCh. 6 - Prob. 6.50PCh. 6 - Dislocations have a major effect on the plastic...Ch. 6 - Prob. 6.52PCh. 6 - Prob. 6.53PCh. 6 - Prob. 6.54PCh. 6 - Prob. 6.55PCh. 6 - Explain the terms “macrohardness” and...Ch. 6 - Prob. 6.57PCh. 6 - Prob. 6.58PCh. 6 - Prob. 6.59PCh. 6 - Prob. 6.60PCh. 6 - Prob. 6.61PCh. 6 - Prob. 6.62PCh. 6 - Prob. 6.63PCh. 6 - The following data were obtained from a series of...Ch. 6 - Plot the transition temperature versus manganese...Ch. 6 - Prob. 6.66PCh. 6 - Prob. 6.67PCh. 6 - Prob. 6.68PCh. 6 - Prob. 6.69PCh. 6 - Prob. 6.70PCh. 6 - Prob. 6.71PCh. 6 - Prob. 6.72PCh. 6 - Prob. 6.73PCh. 6 - Prob. 6.74PCh. 6 - Prob. 6.75PCh. 6 - Prob. 6.76PCh. 6 - Prob. 6.77PCh. 6 - Prob. 6.78PCh. 6 - What two equations are used to describe Bingham...Ch. 6 - Prob. 6.80PCh. 6 - Prob. 6.81PCh. 6 - Prob. 6.82PCh. 6 - Prob. 6.1KP
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